Strength Failure of a Natural Gas Station Pipe System under Foundation Settlement and Countermeasures

The foundation settlement is one of the potential hazards that causes stress concentration in natural gas station pipes and their bending deformation.This paper deals with the on-site foundation settlement of a natural gas station.A set of three-level early warning schemes was proposed for the foundation settlement in the natural gas station.In addition, a countermeasure method was also proposed.Results show that the stress is concentrated at the bend of the gate-shaped pipe and the connection between the gate-shaped pipe and the main pipe.The gate-shaped pipe exhibits inclined deformation.The method of installing a concrete floor under the pipe can effectively reduce stress concentration at the connection between the gate-shaped pipe and the main pipe.If pipe piers are used for support, the stress and displacement of the pipe can be reduced to a certain extent, but the impact is limited, and the effect is slightly better when both ends and the middle of the pipe are supported.

Authors

Institutions

Publication Details

Journal
Transactions of FAMENA
Published
2025-01-01
DOI
https://doi.org/10.21278/tof.493070424
Primary Topic
Structural Integrity and Reliability Analysis
Type
article
Field-Weighted Citation Impact
0.00
Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Strength Failure of a Natural Gas Station Pipe System under Foundation Settlement and Countermeasures

Ruinan Lin, Yang Hong, Jie Zhang, Rui Xie
Transactions of FAMENA
Structural Integrity and Reliability Analysis
article

Strength Failure of a Natural Gas Station Pipe System under Foundation Settlement and Countermeasures

Ruinan Lin, Yang Hong, Jie Zhang, Rui Xie
article en

Abstract

The foundation settlement is one of the potential hazards that causes stress concentration in natural gas station pipes and their bending deformation.This paper deals with the on-site foundation settlement of a natural gas station.A set of three-level early warning schemes was proposed for the foundation settlement in the natural gas station.In addition, a countermeasure method was also proposed.Results show that the stress is concentrated at the bend of the gate-shaped pipe and the connection between the gate-shaped pipe and the main pipe.The gate-shaped pipe exhibits inclined deformation.The method of installing a concrete floor under the pipe can effectively reduce stress concentration at the connection between the gate-shaped pipe and the main pipe.If pipe piers are used for support, the stress and displacement of the pipe can be reduced to a certain extent, but the impact is limited, and the effect is slightly better when both ends and the middle of the pipe are supported.

Transactions of FAMENAVol. 49(3)
Southwest Petroleum University (CN), Sichuan University of Arts and Science (CN), Gas Technology Institute (US)
Openalex Percentile: Top 73%
Structural Integrity and Reliability Analysis
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.

Strength Failure of a Natural Gas Station Pipe System under Foundation Settlement and Countermeasures — Ruinan Lin, Yang Hong, et al. · Transactions of FAMENA (2025) | TGRS Research Map | TGRS